Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 234
4 Data Acquisition System pressure . As observed from the figures , static moduli reduction curves shift down as a result of induced pore water pressures , while dynamic moduli curves behave differently . In Figure 7b the dynamic curve ...
4 Data Acquisition System pressure . As observed from the figures , static moduli reduction curves shift down as a result of induced pore water pressures , while dynamic moduli curves behave differently . In Figure 7b the dynamic curve ...
Page 469
a pressure - tight seal is provided by annular cover plate seal ( Fig . 1 ) disposed at the periphery of the cover plate . The cover plate is also provided with an aperture through which a driven shaft passes .
a pressure - tight seal is provided by annular cover plate seal ( Fig . 1 ) disposed at the periphery of the cover plate . The cover plate is also provided with an aperture through which a driven shaft passes .
Page 470
handle this high pressure may not be available . Increasing the diameter of hose to more than 38 mm ( 1 1/2 in . ) will result in additional bulk of the bundle . All components for this conventional system will ke required to withstand ...
handle this high pressure may not be available . Increasing the diameter of hose to more than 38 mm ( 1 1/2 in . ) will result in additional bulk of the bundle . All components for this conventional system will ke required to withstand ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |